A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity of the beam is E 200GPa, calculate the location of the maximum deflection, the maximum deflection and the deflection at the overhanging end using
A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity of the beam is E 200GPa, calculate the location of the maximum deflection, the maximum deflection and the deflection at the overhanging end using
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity
of the beam is E200GPa, calculate the location of the maximum deflection, the maximum
deflection and the deflection at the overhanging end using
b. Area Moment Method
Problem 3
(5+ D) KN
(2+8) m
(2+8) m (1+B)m
20mm
(200+ CD)mm
(5+B) m
komm
(200+ BC) mm
(20 + D) kN/m
Note:
A-3
B-2
C-8
D-4](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fca4c0e1c-44d6-42b4-9c06-6042454ee11b%2Fdf1a5465-9b61-4d2b-a9a7-f446b6653d52%2Feywf9qe_processed.jpeg&w=3840&q=75)
Transcribed Image Text:A beam of constant cross-section is loaded as shown in the figure. If the modulus of elasticity
of the beam is E200GPa, calculate the location of the maximum deflection, the maximum
deflection and the deflection at the overhanging end using
b. Area Moment Method
Problem 3
(5+ D) KN
(2+8) m
(2+8) m (1+B)m
20mm
(200+ CD)mm
(5+B) m
komm
(200+ BC) mm
(20 + D) kN/m
Note:
A-3
B-2
C-8
D-4
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VIEWStep 4: Calculate magnitude of uvl at x
VIEWStep 5: Calculate equations of slope & defection
VIEWStep 6: Calculate constants of integration
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